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018-1098-21-000
~entofCommerce PRIVATE SEWAGE SYSTEM ,ng Division ' INSPECTION REPORT ~._ ;i2AL INFORMATION (ATTACH TO PERMIT) Personal information you provide maybe used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Golden, Chuck Hammond Townshi CSTBM~Iev: ~ In~ BM~lev:, BMDescr}'Rtion: _ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~C11~--~--' / -z~a Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P WELL BLDG. ~ Vent to Air Intake ROAD Septic 1 ~ ,,,s Dosing f ~ O,.K Aeration Holding PUMP/SIPHON INFORMATION Model Number GP~ zg ;~ Forcemain Length Dia.2 ~~ Dist. to well Z t~ nl~'l ~~ SOIL ABSORPTION SYSTEM BEDITRENCH Width Le t r can hes No. Of PI IMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ f ~ ~ + ~ ~~ SETBACK SYSTEM TO P/L~ BLDG WELL LAKE/STREAM LEA HING Manufacturer: INFORMATION CRAM OR Typ f ystem: ~ l ] UNI Model Number: u WYI~"' ~J DISTRIBUTION SYSTEM ~ OL._ ~ _, (a~~~ot .,O.r _'~ ~~ 1( ~%~).(~'. f!I~P~L ),l5 ` ~ ~ Header/Manifol ~ Distribution ~ ~ 0 x Hol Size ~ x ole Spacing V nt to Air Intake Dia Length + Length Spacing _ Dia ~ • D J SOIL COVER x PrPCSUra Systems Anly xz Mound Or At-Grade Systems Only C'~~ Depth Over ,~ a„ ,O~t _ Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center I 0 ~~[_.,, , a Bed/Trench Edges Topsoil ~ Yes ~~ No ~] Yes [] No ' COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ / ~-'1 0 Inspection #2:~r ~ /~ Location: 767 154th St. Hammond WI 54015 Unknown 30 T29N R17W Emerald Acres Lot 21 _-- }~ "C ~ `~-, 9 ' barcel No: 30 .17.8 8 ( ) 'jam ~~`~"' ~Q~ 1.) Alt BM Description =.YD~ 6~ .sl ~r /~~ s~~ G~ ~ ~ ~p~ 2J Bldg sewer length = ~ ~ / ~ ~ U ,~° l/~ - amount of cover = ~ ~~ (~1,~ ~~.-f+~ti~ (' Q_ „j_ t,rO+Q- c.. 'l,~Elrjb2_ ~Z.~ ~,w~,~ , II~A/~.co~( ~~[.tliyt~d s,:,c..~-.,F, ae.~, s,,,, ~" m 1 zees p•~¢_ ~..~1~. dlu+~s~ 40 $°o ~"1 ' r - Plan evasion Required? LJ Yes ~ o i L~~ i ~ E Use other side for additional information. `~ ___! _.___. ' i -_ 3 SBD-6710 (R.3/97) Date Insepctor's Sig ature Cert. No. ELEVATION DATA STATION BS HI FS ELEV. Benchma~lg~ / 2 , { W Zr~ l~• ~ Alt. BM ~ ~ ~ ~ St` ~!~ ~ (S ~Ci. Bldg. Sewer SUHt Inlet a ,~ g I ~S~ SUHt Outlet ~~ Dt Inl ~' !a ~c~Y Gl~ z0. D Dt Header/Man.~ 3 ? .q 7 7~. l ~ Dist. Pipe S ~7 f 3.7 (e p 3 ~~a q Bot. System ~ ~ I- f I y ~ 'S n "` 'nal Grade I S Qs~• St Cover _,,, 5' , Z~ s' ~ •~ g ,7.3 5 5. I ~ - o county: St. Croix Sanitary Permit No: 453243 State Plan ID No: Parcel Tax No: 018-1098-21-000 Section/Town/Range/Map No: 30.29.17.828 C Safety and Buildings Division P.O. Box 7162 Washington Ave 201 W County n~ ~ ~ ~, r~ . ~ ~ i~ean~~n ., , Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in b Co. `~ j (60.5) 266-3.151 S~ a Department of Commerce Sanitary Permit Appl' __ ' ~~~~~: I~t ~ i f State Plan I,D. Number C~',S'r'~ ~~ orrt . n In accord with Comm 83,21, Wis. Code, persona 04(1)(m) s1S L i P pro ec[ Address (if different than mailing address) J . w, vacy r may be used for secon ry purp es I. Application Information -Please fil ormation ~d~~ , ~ S '{ ` ;,; ~~~~"' r ty Owner's Na me ~ `)FFiCE- ~ Block a Parcel N Lot N Z ~ ~ ~ t,C c ~ ~ ~ ~,~--- ~ ~ - /o a g Z ~ o o a ~ ress M ailing Add oper[y Owner's Location ~ p ~ ,Q Property l/ U 7 C / 8 J' ~ C `~"" ~ ~ ~ ~-• I/ , /V ~y ,Section 3 City, State ~ ! C / ~ ~ jt~~ ~~7~"7 w~ Zip Code ~~v 22 Phone Numb/er ~/Q ~~ ~Zb ~~ ~C~i/ "~ T G- /N~ R~Eorj~~) l y) ~ ,~j}/ II. Type of Buihling (check all that app - Nwnber of Bedrooms lli il ll 2 F l~ Subdivision Narne CSM Number ~- we y ng am l or . ~~~~~ ~ eR~ i l ib U D ^ se - escr e a Public/Coirunerc ,,~/ // ~ ^ State owned -Describe Use f~1S 1 •(~ZL l~ ;~Cl~ , ~2. Cd1~~ ~v ^City_^Village Township of ~D'lo III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System ^ Replacement System ^ Treatmert/Holding Tank Replacement Only Other Modification to Existing System B. ^ Permit Renewal ^ Permit 12evision ^ Change of ^ Permit Transfer to New List Previous Perini[ tJumber and Date Issued Before Expiration Plwnber Owner IV. T e of POWTS S stem: (Check all that a 1-) • ^ Non -Pressurized In-Ground ~ Mound > 2G in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Consn~ucted Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Syn[hetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Odier (explain) V. Dis ersallTreatment Area Information: ~- Desi n Flow (gpd) Design Soil pplication Rate(gpdsf) ~~ ~ Dispersal tea Re aired s ~~" Dispers A a Proposed (s 0~ ystem Elevation ` 'fib ~n. ~ ~~~ l1 ~ --~ 2D ~ S VI. Tatrk Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing /, / ~, ~ • Tans Taiilcs l tJ W [ ~l fC Septic or Holding Tank ~ ~ S /~ < Aerobic Treatment Unit . Dosing Chamber ~ ~ , t VII. Responsibility Statement- I, the undersigtied, assume respotuibIlity far urstallation of tha POWTS shown on the attached plans. Plu bet's Na me (Print) Plumber's Si gnature MP/ikf~RS Number Business Phone Number ~~-- ~~Sa~ 2 ~ 6 q• ~ z ~3 ~~~~ Plumber's Addre ss (Street, City, State, Zip Co ~~~~~/ ~ ~ ew ~ d Il VIII. ount /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Surcharge Fee) Dat Issued Issuin A nt Sig atur Stamps) ~ ^ Owner Given Reason for Denial ~/~ ~ ~ 3 J U ~ ~ a ~ jS G~/~~~ ~- ~~i(/l~lit.~ ~ ± t 161fr•tival/Reasons f~}Disapproval 3 /~ ~~~ YLo 1/Y~ s~ (.On Septic tank, effluent filter and L " Inyk 1 .~ p 3 ~y dispersal cell must all be serviced / malntained ~ I/x ~G (~t~~ `~tiO as per management lan r id d p p ov e by plumber. 2. All setback requirements must be maintained ~~~~ y2Z.u~ ~~ G~u~~=. ~5 ~ Ltd as per applicable code/ordinances / Attach completo plans (to the County only) fa• qre system on paper not less than 81/2 x 11 inches in size SBD-6398 (R. 01/03) rw---- Sti noted. P~~L _ 3_ car= ~- `~ ~~~,y t~~. I - ~~ ~ ~_ O v~~y CG z - \ 05 ~~ c,~ ~` ~ ~~6, ~ q7 o jBr~N- 100 ~ `r ~,` ,g Z z6 ~o 'NOT CDM~-eT ~ ~ ~ 's %~ i1 ~ti2 ~ \S 1L1Z.B \ \ ~' ' ems a \~ ~l 3-~9~~ ~` r-. Safety and Buildings 4003 N KINNEY COULEE RD COmm~rce.wi.gov LACROSSE WI 54601-1831 TDD #: (6.08) 264-8777 i sco n s i n ~ www.commercestate.wi.us/sb www.wisconsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary May 04, 2004 CUST ID No. 220254 A7TN: POWTS Inspector ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/04/2006 Identification Numbers Transaction ID No. 995250 SITE: Charles and Mary Golden Site ID No. 682891 Town of Hammond, St Croix County Please refer to both identification numbers, SE 1/4, NW 1/4, S30, T29N, R17W above, in all corres ondence with the a6encv. Lot: 21, Subdivision: Emerald Acres FOR: Object Type: POWTS Component Manual Designs Regulated Object ID No.: 956148 Maintenance required; 600 gpd flow rate System(s)• Mound omnnnent Manual -Version 2.0, SBD-10691-P (N.O1/O1) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • This system is to be constructed and located in accordance with the approved plans, the "Mound-Component Manual for Private Onsite Wastewater Systems Version 2" SBD-10691-P(N.O1/O1). • The pressure network is to be constructed in accordance with publications SBD-10706-P(N01/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. ARTHUR L WEGERER ~ .! Page 2 5/4/04 The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~' eroy G. sky, Wa water S c list Integrated Services Bureau (715) 726-2544 Voice (715)726-2549 Fax ljansky@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 ~iSMART codes 76~; 1 ' ~ TITLE SHEET Page ~ of ~ I%iOUND SYSTEM FOR A `-{ BEDROOr1 RESIDENCE This plan has been Manual prepared in accordance caith the I~found Component SBD-10691-P and the Pressure Distribution I•Ianual SBD-10706-P (N.O1/O1) (N.Ol/O1) LOCATED I~1 THE S~ 1/4 OF THE 1VW 1/4 OF SECTION 3~,T Z°( N,R l7 td, T OT~ii1 O F ~ ~.•/1 N~ U yv ~, ~3`~i•-_ `~~ 1)C COUNTY W I S C O P1S I Id , . INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEf I•IA~AGEr1ENT PLAiv PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEtd=CROSS SECTIO1 PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PU'r•1PI?ZG CHAIiBER CROSS SECTION PAGE 7 of 7 PUi~iP PERFORI4AivCE CURVE PREPARED FOR z `1 `~ S `-t L_t-f~ 5`f~~~-1. 2i~~'1Z ~`~ , ~- 54o ZZ ^~ PREPARED BY WEGa~)~ER SC3 I L .TESTING AhiD . DES = GN S~RV ~ CE P.O. Box 74 421 I~d.'r;ain St. River Falls, t~1I 54022 d~~~,~ "'°~b Phone 715-425-0165 d° e~~.t'~P~tg' ~, Fax 715-42 ;~$~4 ;~ , `••••~~~~ Conditionally ~ATM,q. ~ ~ ; wFGEH[r~ ElL3WORTi. j A~P~OVED n•y'$p }zt :. ~~G;~~ RECEIVED DIV SFPN OF ~-FETYAND B ILC NGS ~ ~~ <:~~~ ~ ~ ~ ~'~ ~• APR 3 0 2004 ®°'°~~.«~` EE CO ESPON cE y Zq ..~~ SAFETY & BLDGS DIV. JOB N0. oy-~~ ~ bT-4 Avg 154 `.R~ Sl 1 ~ ~~ , ~9 Q ~I ~~ L ~ ~I~-~ ~ ~ x _.~ ~F ~ i_ _ Q J _~ ~ .. ( O ~ ~ G ~ -`i N (7 I ~~- ~~ ~ H 'D w tv --~ z • o H CAHC=] L17 (D `-~ N Cn ~d~nm r ~ r ~ ww w ~ ~~ N~ ~ o N w .~ ~ p ~ _~ i ~ 3 ,-r a~ ~- jv ono o ~ ~ ~n ~ ~ ~ w w r-r ry ~ ~ N• ro i +~ o ~ ~' ~ ~ G b --~• o r• cn b c-r ru N• 0o cn p r`' ~~°Q ~ ~•oo S1 o rt n r ~ ]r o G y ~ w p ~V w ~v a. bb W ri m ~ o ~ r• c ~ r* m c ti ~a a ti r. ~ ~ w wcvo ~ 'v ~ G ~ ~ W ~ G n ~~ U~ ~ I ~o " N `~ ,_ a ~ rr ~ o c ~; ,n ~r D, ~ f D 4w~ n V fD ~-.i. ~am `, o r ~ ~ ~ 0 t D rt -. (~ ~ S f Approved Synthetic Covering ASTM C33 ~Me _ S a n d Topsoil '~ _J ~ E 3 i ~ % Slope Distribution Cell of ' Z" to 22" Aggregate e Force Main From Pump CROSS SECTIO~i OF A MOUYD SYSTE:i Linear Loading Rate= b• ~ GPDJILL~I FT Design Loading Rate=ti-3GPD/SQ FT ~errrat~--l~s~it~-Qn F-or~- L ---` Pace 4' Of istribution Fipe H = W __=-~ F ~, ~~ D ~~ ~~~ /, ~ J (~ Ft. K 8 Ft. L ~~b Ft. W Z ~ Ft. ,~ Elev . '`~~~ . Y Flowed Layer d b-S - Ft. E D- ~ 6 Ft. F Cs,~ Ft. C ~ - ~ Ft. H 1,~Fi. . ,~ ~ -Observation Pipe ~"' '- -- -- - -'1 ~ Rc ct ss C~--f-•--------------------- --------------- __ + 3oX A ~---'~6 L - ° _ _ _ --' W ~--~------ -----=-- ---------------------- ~ Force M -- , - ~-- -------- ~ ~'~=-xs Distribution ~-- Cell. of %" :~~ v~~'P~S~ z to 2 s ~ . f Pipe aggregate . Observation Pipe (1-uchor secuzely) f : PLAN VIE~1 OF A MOUND SYSTEt1 A ~ Ft. g 10th Ft. I 1 `~ Ft. ~~~ DistribGtior. Pipe Lapout P~o2 ~ p_ Place the holes at the botton of the distribution pipes . at~equal spacing. Renove all burrs from the pipe and 'Holes. Fxtead the end of each late~I up with the L?se of Ions turn. or 4~ ° fitrn~ to a Faint ~r~tiiIl Sig inches of the final ~-ade. Te-~•~inate ~e eads of the late.-~1s ~vit$ a valve,~threaded c:D or • threaded Ply. Provide ac;.~s from f~aI g*ade for the valve; threaded cap or threade;i ply, " T`°:?tCt= L I,ROSS _5~.."~TiVTV rVC F`J~ PVC "' laterf --` ~- Maaiiold r-- Laterf Pt~-t~ y~C.,c F ---~ ~. _ G- -- ~b*~ ~~ M~t~ --a P yq.SFt. S 3 Ft. X 3 b Inches . . - kole Diameter '/ "a Inch ---. Lateral ~ 1 InchEes) Manifold 1~ tZ-Inches - ~ Force Main " ~ Inches • ~ of holeslPiPe C,, ~~ • Invert Elevation of.Laterals~8~0 Ft. - . ' PUMP CHAMBER CROSS SECTION AZVO SPCCIFICATi0N5 ~ PAGE {~- OF ~ VEIJT CAP `I~C.Z. VE!\JT PtPC ~ I O 'FROM DOOR, wltJaow oR FR>`sH 12'Mlu• A1K IItITAKl= ~ WEATHER PROOF JuucTlou Box GRADE -~ ~L~Z~t. !8"MIIJ, WC-ET APPROVED JOI;uT f A a C CLEV. g~' I~ F7 d 1 v?.U~1 I ( i ( cotJDUtT ~-- PpPROVED LOCKING MANHOLE COVER WITH WARNING LABEL '1' MliJ. 18'MIU. V ~`Z: \\~; PROVIDE AIRTIGHT SEAL. ( I ~f ~ I .) ~ • ~ I PUMP--~ "-~ COtilCAETE DI.OCK ~1~ ~I I i ( APPROVED .101~iTS li (~ ALgRM olJ OFF RISER EXIT P~RMITfED OtJLy lF TA1+lK MAIJUFI~CTURER HAS SUG1i APPROVAL 3~•APt~Rovt::. ~8a<DO t htG SPlrCIFICATIOfJS 005 E T_A_!a~, MAI~UFACTURGR:~1~•~-~ C~~2~ ~ j~11MbEAOF DOSES' S~ ~ PCR OAy TAt-IK StZt : --- ~ ~~ nn GALLOAIS OOSi< VOLUME z ALAR1+1 __M/IUUFALTUiI:>`R• S ` J . ~ ~-, S~~ `;__~'~,,5 IMCLU01t~Sta 6ACKfLOM/: 1.4 6' ~ GALLONS MODEL i-IUM$6R: -(~ I ~~ - `CAPAUTIES: A---~ S WCHES DA t-J ~~ ~t'IGALLOyS __ swlTCli Tyve: - ~~"~ZCC~1z-~ 'Z SS-1 ' 8 = INCHES OR G~-LLOf~15 PLiMP l''tAtJlIFACTURLR' -- ~ ~ 12~C C = S _ 2 StUGHES OR i ~ ~' ( W-LLO-]S MODEL 1JUMBER: ~ ~ ~0 p = 1 ~--~5 38Z-7 ' ~~ 1 oHrn~ ~ o o ~~~ q ALLaNs SWITCH TYPE: -_ ~ ,1Z.CC/R ~( uOTE: PUMP AIJD ALARM ARL TO bC MtAliMUM OtSCHl4RGE RATE Z~'~8 GPM iN57A~LE0 OtJ SEPARATC ClRCU1TS VERTIt:AL ptFFEi<!<1VC6 6ETWCEU PtlMP Off AuD_DISTRIBUTtOAi PIPE., ~ ~'86 FEET ' + M11UfMUM •I~IETWORK SUPPLY PRCSSURE .... ..... .. 6 • SO -FE.ET ~S -O x. l . '~~ -1" l~ ~ FEET OF FORCE MAIfJ X ~ ' ~~ f T/l Z -°1( ~_ lpo fzFRlCTtO-J FACTOR. FEET _ _ _ _r -...... ._.__ ~ ~..~~~~.. ___ __ -______ TOTAL Oy1JAMIG H611d ~~"~,TFEET ----------- - - - As per:>aanufacturer • Z`I, X33 gallin. Liquid depth 36th ~' r ~ r M E40 Series 4/10 HP Effluent and Drain Water Pumps Performance Curve 40 35 ~~-G ~, ~ v~- `7 Myt'ers° MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 W 30 W !L H 25 W 20 J ~ 15 O F- l0 5 0 12 10 N W f- W 8 ~ Z H 6 Q~ W S J Q 4 ~- O I-- z 0 10 20 30 40 50 60 70 80 90 100 0 CAPACITY GALLONS PER MINUTE ,L,_~ , _, ` _~ 1101 Myers Parkway, Ashland, Ohio 44805-1923 419/289-1144 FAX 419/289-6658 Te{ex 98-7443 n.saco //yl Printed in U.S.A. W~^ ~nsin Department of Commerce ,t. [h?I~`ion of Safety and Buildings SOIL EVALUATION REPORT ~~ ge ~ of a~ a~~u~uarn.c w~u~ ~.unnn uv, vn~. nwn. vwc County ~. C y Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must . ro X include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 5/ ' ~ ' percent slope, scale or dimensions, north arrow, and location and distance to nearest road. c g ~ ~ ~.~ Q ~ Please print all information. Revie d by Date Personal information you provide may t+e used for secondary purposes (Privacy law, s. 15.04 (1 j (m)). ~ ~ Q Property Owner Property Location R~~~ '} Govt. Lot 1/4~(~ f1/4 S ~j T Z C/ N R ~ ~Z. E (or~ Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# I~ S3 ~ee T- < ~m~1c~ >°s City Srrtat``e Z~i[p Code Phone Nu~mb~eQr ! - ~~~ ~ ' ~ ~ City [] Village ®'T-owjn Ne/crest Road ~ ~ ~d ~ ( ~) ~..)7 1 `lD W I LJ`i0 e tM rv~o il.~'~( 6 . New Construction Use: ~ Residential / Number of bedrooms ~,_ Code derived design flow rate ^ Replacement ^ Public or commercial -Describe: Parent material T • / q Flood Plain elevation if applica~l , ti General comments SY $ rh ~ (~ ~/ ~ / G • .~~' and recommendations: r~..~ ~ . ~.,., ,; Corl-~c,~r eltV ~ `~~o~UO -,' T- U v GPD ft. ~ti~~~3~~ ~ ('~~~~ CT ~ "~rr!'r"'T ^l Boring # ^ Boring Q,,~~+ j` "~ ' '' ~A GUFrr~`'° ®pit Ground surface elev. _! E~^ ~d ~ ft. Depth to limiting factor in. ~~''` ~; o+ ` pplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence liuhc~ar~ Roots:.• GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~"`~, - ~ *Eff#1 *Eff#2 ~ -1p I() r 1~ - ~L Zrna~k ~r c I v Z ~ - , 10~~4/~ -~. Sic/ Zm c - . ~ . Z -37 / s ~ Z,Y,.~hk ~ 5 -' . 5 . 9 7-~{3 ~ 2 FZP 7. r ~ (n ynS p5 rr,1 - - . -7 /. 2 Boring # ^ Boring p pit Ground surface elec. /~ ft. Depth to limiting factor _~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ~ d-lS l2 -- s 2 ~ ~ ~ ~~' . S Z i -2 ~ 5 ic/ m h~r c S -' ~ ~1 3 2~'~" `~' SL. zm ~ ~ c S . 5 . 9 3$-`l l 2 FZP7.5' r-~ mS ~s m I `" ~ 7 /. Z • Effluent #1 =GODS > 30 < 220 mglL and TSS >30 _< 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S'gnature CST Number da h mc~ke~ _~ - 2 s33o9 Address Date Evaluation Conducted Telephone Number 2.113 ~'~. ~arr~ 5~ ~~ ~#oZ5 /z-l7-o/ ~7~s)2v~-yaa~ .~ Property Owner S~-o~-~ Parcel ID # Page Z- of a Boring # ^ Boring ' t ©. pit Ground surface elev. ~,,~~ ft. Depth to limiflng factor `7 ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 IZ ---- 2,,.1~ c ~ . 5 2 1Z_~ --- Si cl CS -- 3 zs-~o 4~ ~ s~ cs -- .5 .9 ~ ~o~ Z - ~ D m 1 - - 7 1. ^ Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ^ Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 = BODg > 30 < 220 mg/Land TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) PAGE~OF~ NAME jTUy't TOT# ~ ~ L AL DESCRIPTION ~E % NwJ 14 ,S ~ T L ~ ,N,R, 1 ~' E(~r~ sCALE: itt= yU ~ _ BM I ELEVATION /(>O • O BM I DESCRIPTION ~,P a~ / ~~,~vC BM 2 ELEVATION ~~'• `7~U BM 2 DESCRIPTION ~,p c?-~ l ~ ~Dv G SYSTEM ELEVATION 9(v• ~ U SYSTEM TYFE_~-t- - (s-r~ ~- CONTOUR ELEVATION ~(a ~ a N I ~.- ( G ~ C~ t T x„ 9~r,'o 0 ~~ 2 9y. ,, --- SIGNATURE ~'~-~' ./ ~~ ~'-i _ ~r -. DATE __, __ j~~'- ~? Z ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND ' OWNERSHIP CERTIFICATION FORM OwnerBuyer C.~U C l< ~- M A R.y ~ o I D ~'7~f Mailing Address _0~7 ~ ~y ~ ~ l~ g-}- , (` ~,~ ~,~~~~ ~ ~ ~ ~ o ~ 2 Property _A,idress ~7 i S~?~ S7-` (Verification required from Planning Department for new i City/State ,~ A nnra.oN~ w - Parcel Identification Number ~~0 " ~ ~ 9~~ o~ /~~~ LEGAL DESCRIPTION ~'Z ~ Property Location ~C '/a, _ 1~ '/4, Sec. ,~, T~N~R~'ZW, Town of /~i~M~t~non.~D Subdivision ~1~~'RJS1 ~ Q~c ~~S ,Lot # ~_. Certified Survey Map # ,Volume ,Page # Warranty Deed # ~S~°~ ~ ~ ,Volume ~ ~ ~~ ,Page # `~ Spec house ^ yes no Lot lines identifiable ~ yes ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the fiuiction of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman. plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification staking that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days'o~' a three year expira ota/daty. SIGNATURE OF APPLI ANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, virtu f a warranty deed recorded in Register of Deeds Office. j~! ~ ~, ~ f~ { .. 5fG ~ RE OF APP ANT DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** ** IncRa~de with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Mound System Management Plan page Z o f `7 Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank; If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and servicgd as necessary. Mound and Pressure Distribution S stem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction is the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L GODS, 150 mg/L TSS, and 30 mg/I_ FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at feast once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels s!-,all be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shalt maintained in accordance with ifs' component manual }-arid local or state rules pertaining to system maintenance and maintenance reporting. ~~~``O ~°t l - P No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area 'rf toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. . Questions about the operation or maintenance of this system should be directed to: The County Zoning -Office at _ ~,1 S _3'8 6- y 680 ST~ C.Cu~'tX The system installer at ~ `~ ~S _ Z73 _y.~Yy ~~-L~jN The tank manufacturer at 800=,~~,$_$,L~~j ~1~5~ The effluent filter manufacturer at __ -ADO- Z-Z.(`- 57 Z Z~p(~3~ The __ ____ _ ._ -__ _ __ - pump manufacturer at __ -~~Ca_Z~1C~_-~ju~--___ ,___._~~~~ ~. S_ ___ ,l STATE BAR O~'J,WI~C~JS~(4J`O~M 2~ 1-~9~ ii WARRANTY DEED ii Document Number !i ~' _ . -- _ i' This Deed, made between __ R TC'HAR1~~_ 4T itT ,and TANF.T P GTnjJS'' _ ~`-? }~ t i chin d a n r3 4 i f.,p r ___ ~~r~}~V Grantor, '~' and r~unur.FC ~I1T TVab/i.rY*7i--v~~-ri!'lili ~.--^39a^r-.T~*~--, j I'~ ht,cl'~and and wui fay t S JOI~L- ~F[nnn~{$ I ;'I __ Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St _ G~oix County. State of Wisconsin: Lot 21, Plat of Emerald Acres, Town of i Hammond, St. Croix County, Wisconsin. ;,, 7~~~~~ KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., NI RECEIVED FOR RECORD a1ti70/2004 03:15PN MARRANTY DEED EXEMGT ~ REG FEE: 11.60 TRANS FEE: 209.70 COPY FEE: GC FEE: PAGES: 1 018-1098-21-000 Parcel Identification Number (PIN) This 13 not homestead property. (is) (is not) Exceptions to warranties: easements, restrictions, rights-of-way and covenants of record_ Dated this ~~ ~ day of y?anLar_y 2004 ~Jl C ®. (SEAL) ~ /~~~ (SEAL) *Richard O. Stout * Janet P. Stout (SEAL) (SEAL) i '' AUTHENTICATION ACKNOWLEDGMENT Signature(s) ,~ State of Wisconsin, ' ss. St Croix County. authenticated this day of Personally came before me this day of January 2 4 ,the above named ''~, ~, u; r-}taT-!3 n c+-r+^~+- and Janet P ~ Stout * TITLE: MEMBER STATE BAR OF WISCONSIN to !'~ (If not, me known to be the person who executed the foregoing ! authorized by §706.06, Wis. Stats.) Pamela A. VNI{{ma~tstrumey~t and acknowledge the same. Notary Public ~- ~ _ THIS INSTRUMENT WAS DRAFTED BY State of Wisconsin ~~-~ ~~ ~ c ~ ~~ ~ I Janet P. Stout nn _ ~_5 3 Awatukee Tr t'a wt t~ a $ lw3 . l ~ trv.ra1 Hudson, WI 540'1 6 Notary Public. State of Wisconsin My commission is permanent. (If not, state expiratlon date: (Signatures may be authenticated or acknowledged. Both are not ,~-.2 1 " ~'~' .) necessary.) ' Names of persons signing in any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc. WARRANTY DEED FORM No. 2 - 1998 Milwaukee. Wis- (~ Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites According to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, a soil erosion control plan needs to be submitted and approved prior to the issuance of building permits for 1 & 2 family dwelling units in those jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Stan- dard Erosion Control Plan is provided to assist in meeting this requirement. Instructions: 1. Complete this plan by filling in requested information; completing the, site diagram and marking (/) appropriate boxes on the inside of this form. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. 3. Submit this plan at the time of building. permit application. Site Diagralm scale: finch = feet EROSION CONTROL PLAN LEGEND _ _ _ PROPERTY. LINE _ _ EXISTING ' DRAINAGE TD TEMPORARY DIVERSION FINISHED -~~ DRAINAGE _ _ _ LIMITS OF GRADING SILT ~'-' :FENCE ~~ STRAW BALES ¢;~- GRAVEL ,y,. 5: ~ .VEGETATION O SPECIFICATION TREE PRESERVATION STOCKPILED SOIL Please indicate north by completing the. arrow below. -N- l PROJECT LOCATION L'.,~t a ~ E M~ ~~\D i~,G'P E~ BUILDER LU N 1~ at) i ~ p~25 ~ N C , OWNER C ~~c ~ +-Tr~ qM Coo /~E:X/" WORKSHEET COMPLETED BY ~.~aL ~~~r ,/'~ DATE ~ ^ 17^~ EROSION CONTROL PLAN CHECKLIST .~ _ ~~ ~~° Check (r') appropriate boxes below, and complete the site diagram with necessary information. FQ .,QQ~ ~o =o Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. ^ ~ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. :~ ^ Cr7 Location of storm sewer inlets. li~ Location of existing and proposed buildings and paved ~a~as. ~ . The disturbed area on the lot. [H' Approximate gradient and direction of slopes before grading operations. [J Approximate gradient and direction of slopes after final grading operations.. . ^ 6d" :Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ` H ^ Location of temporary soil storage piles. - Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from anv downslope road or drainageway. t3' Location of gravel access drive(s). - Note: Gravel drive should have Z to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). ^ Q Location of sediment controls (filter fabric fence, straw bale fence or 10-foot wide vegetative strips) that will pre `'/'g'ent eroded soil from leaving the site. ^ ~d" Location of sediment barriers around on-site storm sewer inlets. O Ga" Location of diversions. Note: Although nvt specifically required by code, it is recommended that concentrated flow (drainageways) be diverted (re-directed) around disturbed areas. Overland runoff (sheet flaw) from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. ^ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re-vegetation by sodding or by seeding with use of erosion control mats. ^ [7 Location of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in-channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip-rap. When used, a given in-channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. !n-channel practices should not be installed in perennial streams (streams with yearround flow.) . , / ~. ^ Location of other planned practices not already noted. ~~ i ~. ~ i i ! 1 t i 7 f I }~ ~.~ ~. ~~ ~~ ~ ;, ~` ~ ~ ,~~ ~.. ~ i. ~ . .i ~ j I' ~ It~ 1 oa f ` 1 j (~ •." ~~+ 4 i i i, ~. I~~ ~~~ 3 ~. , ~ 1 ~, ;1 ~v~ ';~. ~ ~ ~~ ~.' 1~ ~ ~,, ~ ~. _ i ' ~q~y1,• .,....~4 i ~ . ~ ~ `4 ~~ i ~ , ~,~ ,..~ I ~a~; ~" ~ 1 y ~ 1 h a r~ indicate management strategy by checking (/) the appropriate box: ~cC~aQ\~C a~ moo/' Management Strategies ^ C~" Temporary stabilization of disturbed areas. Note: !t is recommended. that disturbed areas and soil piles IeR inactive for extended periods of time be stabilized by seeding (between April 1st and September 15th), or by other cover, such as Carping or mulching. Permanent stabilization of site by re-vegetation or other means as soon as possible (lawn establishment). Indicate re-vegetation method: Seed `Sod O Other ^ Expected date of permanent re-vegetation.:. /'.a~ t t 'Z~ n °"tr Re-vegetation responsibility of: (Builder ^ Owner/Buyer f I5 temporary seeding or mulching plannEd if site is not seeded by Sept. 15 or sodded by Nov. 15? Yes ^ No ^ Use of downspout and/or sump pump outlet extensions.. Nofe: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage /~ pipe to stable areas such as established sod or pavement. ^ Ld' Trapping sediment during. dewatering operations. Note: ,Sediment-laden discharge water trom pumping operations should be ponded behind a sediment barrier until most of the sediment nettles ou€ (~ Proper disposal of building material waste so that pollutants and debris are .not carried off-site by wind or water. ., Maintenance of erosion control practices: .., • Sediment will be removed from' behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. . • Breaks and gaps in sedimentfences and.barriers will be repaired immediately. Decomposing straw bales will.be replaced (typical bale life is three months). • All sediment that moves off-site due'to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off-site due to storm events .will be cleaned up before the end of the next workday. • Gravel access drives will be maintained throughout construction. • All installed erosion control practices wiN be maintained until the disturbed areas they protect are stabilized. For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction'Site Best Management Handbook, and UW-Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the' Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 608/266-3558. Erosion Control for Home Builders (GWQ001) can be ordered through Cooperative Extension Publications, 608/262-3346. or the Department of industry, Labor and Human Relations, 608/267-9360. EROSION CONl'ROL REGULATIONS UNIFORM DWELLING CODE (DILHR) _ PROJECTS AFFECTED • All new 1 and 2 family dwellings in Wisconsin started on or after December 1, 1992. • Additions to dwellings built after June 1, 1980. APPLICATION PROCESS • Erosion control plan must be submitted with building permit application to the local building inspector in communities where the dwelling code is enforced • Erosion control plan must show: -Location of the dwelling, other buildings, wells, sur- face waters and disposal systems on the site with respect to property lines -Direction of all slopes on the site -Location and type of erosion control measures CONTROLS REQUIRED • Silt fences or straw bales along downslope sides and side slopes • Gravel access drive • Straw bales, filter fabric fences or other barriers to ,protect on-site sewer inlets • Addifional controls if needed for steep slopes or other spacial. conditions MAINTENANCE AND WASTE DISPOSAL • Sediment controls must be maintained until the site is stabilized by mulching and seeding, sodding or. landscaping • All building waste must be properly disposed to pre- vent pollutants and debris from being carried off-site ENFORCEMENT • Erosion control inspections will be made during other regular inspections (footing and foundation, rough con- ' struction, final, etc.) • Violations must be corrected within 72 hours • Stop work orders may be issued for noncompliance FOR MORE I_~1FGRMATION, CONTACT • Local building inspector • Department of Industry, Labor and Human Relations (DILHR), Safety and Buildings Division, P.O. Box 7969, Madison, Wisconsin 53707, (608) 267-5113. STORMWATER PERMIT (DNR) PROJECTS AFFECTED • Any construction project that disturbs 5 acres or more • Smaller sites that aze part of a planned development involving 5 acres or more of land disturbance • Effective October 1, 1992 far any new or continuing Proj~ • Exceptions: Indian tribal lands and work done by local government staff APPLICATION PROCESS • File a "notice of intent" application (Form 1/3400-161) with the Department of Natural Resources (DNR) 30 days before construction begins • Application must include: -Timetable for land disturbing activities and installa- tion of erosion control measures including project start and completion dates -Proposed erosion and storm water pollution control practices during and after construction -Documentation that an erosion control and storm water management plan which meets DNR standazds has been prepared (plan does not need to be submit- ted with the application) --Other information related to site location `and'per- mit holder CONTROLS REQUIRED , • Erosion control measures specified in the Wisconsin Construction Site Best Management Practice Handbook • Measures to control storm water after construction FOR MORE INFORMATION, CONTACT • Department of Natural Resources, Storzn Water Per- mits, P.O. 7921, Madison, WI 53707-7921, (608) 266-7078 LOCAL ORDINANCES Check with your county, and city, village or town for any local erosion control ordinances including shoreland zoning requirements. Except for new 1 & 2 family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. A publication of the University of Wisconsin-Extension, in cooperation with the Wisconsin Department of Natural Resources and Depart- ment o! Industry, Labor 8< Numan Relations, Ron Struss, UWEX Water Quality Specialist, Western Area, and Carolyn D. Johnson, UWEX Water Quality Specialist, Southeast Area. University d wsconsin-Extension is an EEO/ANirmalive Action employer and provides equal opportunities in empbyment and programming, inducting Title IX requxemeMS, GW~OOtA Standard Eros(on Control Plan Tor 1 & 2 Family Dwelling Construction Sites I--06-93-15M-10-S ,~ '`~ ~` '.`~rY`~ ~ -.~: ~. ~= ~~ i ~ 3 ~ ~ ~~ c :. ~,. ~ ~ c ~~ `~` ~~ ~ t , ~. ~`,~~ ~ ~~ ~ ~ ~~ .~ ,, - . ~~ ~ r ~~ z ~ F ~ ti I ~.,, ~ . , Y ' {~~ '~: ~, 4 ~~ ' ~~~ E ~! ! ~~/~ ',~~ j ~ ~, ___.~ _ r ~~ ~ ~ .. 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